PracticeVideosBlogFlashcardsEspañol
All Practice Exams

100+ Free AL Precast Prestressed Practice Questions

Prepare for the Alabama Pre-Cast and Pre-Stressed Concrete Contractor Examination exam with instant access — no signup required.

✓ No registration✓ No credit card✓ No hidden fees✓ Start practicing immediately
100+ Questions
100% Free

Loading practice questions...

Same family resources

Explore More Alabama General Contractors Specialty Classifications

Continue into nearby exams from the same family. Each card keeps practice questions, study guides, flashcards, videos, and articles in one place.

Alabama Building Contractor Under Four Stories Examination

Practice Questions

Alabama Carpentry and Framing Contractor Examination

Practice Questions

Alabama Commercial Swimming Pool Contractor Examination

Practice Questions

Alabama Concrete Contractor Examination

Practice Questions

Alabama Concrete Pavement Contractor Examination

Practice Questions

Alabama Conveying Contractor Examination

Practice Questions
2026 Statistics

Key Facts: AL Precast Prestressed Exam

70%

Passing Score

PSI AL GC Bulletin

50 Q

Official Exam Questions

PSI AL GC Bulletin

2 hours

Time Allowed

PSI AL GC Bulletin

$96

PSI Exam Fee

PSI AL GC Bulletin

Open book

Exam Format

PSI AL GC Bulletin

Alabama AL Precast Prestressed trade exam via PSI: 50 questions, 70% pass, 2 hours, fee $96. Open-book specialty classification under the Alabama Licensing Board for General Contractors (bulletin 1/23/26).

Sample AL Precast Prestressed Practice Questions

Try these sample questions to test your AL Precast Prestressed exam readiness. Each question includes a detailed explanation. Start the interactive quiz above for the full 100+ question experience with AI tutoring.

1According to PCI erection practice, when may temporary bracing or shoring of precast members be removed?
A.As soon as the crane releases the member
B.After permanent connections are completed and the member is stable as designed
C.At the end of the work shift regardless of connection status
D.After the member is set within two inches of final position
Explanation: Temporary supports remain until permanent connections develop the intended stability so the member cannot overturn or collapse. Releasing temporary bracing solely because the crane is free, the shift ended, or the piece is nearly in place leaves the member unstable.
2What is the preferred way to lift a precast concrete member on site?
A.Use only the embedded lifting inserts or hardware designed for that member
B.Choke a single chain around midspan of the member
C.Drill new lift holes through the flange wherever convenient
D.Lift by rebar projecting from the member ends
Explanation: Members are designed and fabricated with specific lift points and hardware so stresses and orientation during handling remain within capacity. Improvised chokers, field-drilled holes, or rebar lifts can crack the concrete or overload inserts.
3How should precast wall panels typically be stored at the job site before erection?
A.Flat on bare soil with no blocking
B.On firm, level dunnage or supports that keep the panels off the ground and properly supported
C.Leaning against equipment without ties
D.Stacked edge-to-edge with no separators
Explanation: Proper dunnage keeps members clean, supports them at locations that control stress and camber, and reduces staining or damage. Ground contact, unstable leaning, or edge stacking without support can crack or contaminate panels.
4Why must erection follow the approved erection sequence for multi-member precast frames?
A.The sequence only affects paint color matching
B.It maintains temporary stability, connection access, and design assumptions for load paths during construction
C.Any random order is acceptable if members fit
D.Sequences apply only to cast-in-place work
Explanation: Erection sequences are engineered so intermediate conditions remain stable and connections can be made as intended. Skipping steps can leave frames unbraced, block access, or load members before adjacent support exists.
5During handling of long prestressed beams, what condition should the crew watch for at the midspan?
A.Excessive sagging, twisting, or unexpected camber change that indicates improper support or overstress
B.Only the color of the form oil
C.Whether the beam has been painted
D.Whether the beam is warmer than ambient air
Explanation: Long slender prestressed members can be damaged by improper support spacing or orientation during lift and transport. Visible sag, twist, or sudden camber change is a red flag to stop and re-evaluate rigging and supports.
6What is the primary purpose of identifying piece marks on precast members before erection?
A.To match each member to shop drawings, orientation, and planned location in the structure
B.To estimate the number of welders needed on the crew
C.To replace structural calculations
D.To determine the PSI exam registration fee
Explanation: Piece marks link fabricated units to approved drawings so each element is set in the correct bay, elevation, and orientation. Without correct identification, wrong members or reversed pieces can be installed.
7When setting a precast member, what should be verified before releasing the crane load?
A.That temporary supports or connections restrain the member against displacement and overturning
B.That the operator has finished lunch
C.That only one worker is standing under the member
D.That the member has been painted
Explanation: The crane remains engaged until the piece is secured against movement. Releasing a free-standing member without temporary support or effective connections creates collapse and struck-by hazards.
8How does PCI guidance generally treat impact loading when handling precast products?
A.Impact and rough handling should be avoided because they can crack concrete and damage inserts
B.Impact is desirable to seat members faster
C.Impact only matters for timber products
D.Impact loads increase concrete strength immediately
Explanation: Sudden impact multiplies forces on inserts, edges, and concrete sections beyond static handling design. Smooth, controlled lifts and sets reduce cracking and hardware damage.
9For architectural precast panels, why is joint alignment checked during erection, not only after all panels are set?
A.Early alignment control allows correction before adjacent members lock in cumulative error
B.Joints are never visible so checks are optional
C.Alignment is only the architect's responsibility after occupancy
D.Joint width has no aesthetic or waterproofing effect
Explanation: Panel joints, reveals, and features accumulate tolerance if not controlled as each piece is set. Correcting early prevents rework of many panels and protects sealant joint performance.
10What should be done if a precast member arrives with a damaged lifting insert?
A.Stop use of that insert, protect the member, and obtain engineered repair or alternate approved lift provisions
B.Ignore the damage if the insert still holds a light pull by hand
C.Weld a random plate on site without review
D.Lift using a chain wrapped through a window opening
Explanation: Damaged lift hardware is a structural and safety defect. Continuing to lift on compromised inserts or improvising unapproved attachments can cause drop accidents and member failure.

About the AL Precast Prestressed Exam

The Alabama Pre-Cast and Pre-Stressed Concrete Contractor Examination is a classification trade examination administered by PSI for the Alabama Licensing Board for General Contractors. The official open-book exam has 50 questions, a 70% (35 of 50 correct) passing standard, and 120 minutes allowed. PSI examination fee is $96 per attempt (bulletin updated 1/23/26). This English-language MCQ bank is a study aid for the trade knowledge on the official content outline; it is not an official PSI form, does not replace the required Business & Law exam for primes, and is not a substitute for board-approved experience or the official open-book examination.

Questions

50 scored questions

Time Limit

120 minutes

Passing Score

70%

Exam Fee

$96 (PSI Services LLC (for Alabama Licensing Board for General Contractors))

AL Precast Prestressed Exam Content Outline

30%

Erection and Handling

PCI erection and handling practices

20%

Connections and Grouting

Connections and grouting

20%

Materials and Quality

Precast/prestressed materials

15%

Safety and Rigging

Rigging and erection safety

15%

Plans and Estimating

Shop drawings and estimating

How to Pass the AL Precast Prestressed Exam

What You Need to Know

  • Passing score: 70%
  • Exam length: 50 questions
  • Time limit: 120 minutes
  • Exam fee: $96

Keys to Passing

  • Work through all 100 available questions
  • Review every answer and explanation
  • Track weak areas and revisit them
  • Use our AI tutor for tough concepts

AL Precast Prestressed Study Tips from Top Performers

1Study only the approved references listed for your classification in the current PSI Alabama General Contractors bulletin
2Practice open-book navigation with permanent tabs and indexes before test day
3Drill OSHA 29 CFR 1926 topics that appear across nearly every trade outline
4Work quantity takeoff and plan-reading problems under timed conditions
5Confirm Board eligibility and classification scope on genconbd.alabama.gov before scheduling with PSI

Frequently Asked Questions

How many questions are on the AL Precast Prestressed exam?

The official PSI trade examination has 50 scored questions (plus possible experimental items). Passing is 70% (35 of 50 correct) within 120 minutes.

How much does the AL Precast Prestressed exam cost?

PSI lists $96 per examination registration for this Alabama general contractor classification exam (Candidate Information Bulletin updated 1/23/26). License application fees to the Board are separate.

Is the Alabama specialty contractor exam open book?

Yes. PSI administers these classification exams as open book. Only the bulletin-listed approved references are allowed; temporary tabs like Post-it notes are prohibited.

Do I still need the Business and Law exam?

Prime contractor applicants must also pass the Alabama Business & Law examination (50 questions, 70%, 120 minutes). Reciprocity may waive a trade exam in some cases but does not waive Business & Law.